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US-62 over PLEASANT RUN CREEK

Map

Coordinates:
+37.19129, -87.42845
37°11'29" N, 87°25'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-62 over PLEASANT RUN CREEK
Structure number:054B00054N
Old structure number:054*0062*B0054 (from 1992 edition)
Location:.70 MI EAST OF JCT US 41
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:131.9 ft. [40.2 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:State Highway Agency [01]
Year built:1934
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,730 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:86.8 tons [78.9 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Sufficiency rating:80.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$404,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201580.5FairGoodGoodSatisfactoryFO2730
April 201380.5FairGoodGoodSatisfactoryFO2843
May 201180.5FairGoodGoodSatisfactoryFO2790
May 200980.5FairGoodGoodSatisfactoryFO2580
June 200780.3FairGoodGoodSatisfactoryFO3820
May 200580.3FairGoodGoodSatisfactoryFO3675
May 200380.4FairGoodGoodSatisfactoryFO3287
May 200180.4FairGoodGoodSatisfactoryFO3287
May 199980.4FairGoodGoodSatisfactoryFO3287
May 199780.4FairGoodGoodSatisfactoryFO3287
May 199580.5FairGoodGoodSatisfactoryFO2832
May 199377.5FairGoodGoodSatisfactoryFO2832
May 199177.5FairGoodGoodSatisfactoryFO2832

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.528526200
Deck
Reinforced Concrete Top Flangesq. ft.3,4343,434000
Wearing Surfacessq. ft.3,0342,89401400
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.6060000
Reinforced Concrete Pier Caplinear ft.7474000
Joints
Pourable Jointlinear ft.7407400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.164164000
Steel Protective Coatingsq. ft.738073800